CONSTRUCTION OF CEMENT CONCRETE DRAIN, DIVIDER STEEL RAILING, PAVING BLOCK ON BOTH SIDE OF ROAD , ROAD FURNITURE WITH CHOUK BEAUTIFICATION OF 1) ARTI THEATER CHOUK TO CHATRAPATI SHIVAJI MAHARAJ CHOUK AND ACHARYA VINOBA BHAVE FLY OVER TO DEOLI NAK

Amount

Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.

Arti Sqr to Devoli Naka ( MSH-06-A)

Shastri Sqr to Gandhi Sqr (S.H.326)

Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant MixMethod and Grading - II Material

Arti Sqr to Devoli Naka ( MSH-06-A)

Shastri Sqr to Gandhi Sqr (S.H.326)

Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80MM thick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete.

Arti Sqr to Devoli Naka ( MSH-06-A)

Shastri Sqr to Gandhi Sqr (S.H.326)

Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

Providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc. including welding grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts, etc. of the required size on the top of the floor of the side of waiste slab with suitable arrangement as per approval of engineer in charge (for payment purpose, only the weight of the stainless steel members shall be considered excluding fixing accessories such as nut bolts, fasteners etc.). 50mm dia. pipe, 1.5mm thickness and weight 1.92Kilogram/ r. metre

Arti Sqr to Devoli Naka ( MSH-06-A)

Shastri Sqr to Gandhi Sqr (S.H.326)

Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

Providing and laying in situ / ready mix M20 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) RCC work of Ballast walls & Kerb

Arti Sqr to Devoli Naka ( MSH-06-A)

Providing and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete.

Arti Sqr to Devoli Naka ( MSH-06-A)

Shastri Sqr to Gandhi Sqr (S.H.326)

Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

Providing and fixing metre stones as per I.R.C. standard including fixing in standard size block including curing, painting lettering etc. complete.

RCC 200 meter Stone in CC 1:4:8 Arti Sqr to Devoli Naka ( MSH-06-A)

RCC 200 meter Stone in CC 1:4:8 Shastri Sqr to Gandhi Sqr (S.H.326)

RCC 200 meter Stone in CC 1:4:8 Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

Fixing 1:2:4 ordinary km. stones in C.C. 1:4:8Arti Sqr to Devoli Naka ( MSH-06-A)

Fixing 1:2:4 ordinary km. stones in C.C. 1:4:8Shastri Sqr to Gandhi Sqr (S.H.326)

Fixing 1:2:4 ordinary km. stones in C.C. 1:4:8Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

Fixing R.C.C. 5th Km. stones, in c.c. 1:4:8Arti Sqr to Devoli Naka ( MSH-06-A)

Fixing R.C.C. 5th Km. stones, in c.c. 1:4:8Shastri Sqr to Gandhi Sqr (S.H.326)

Fixing R.C.C. 5th Km. stones, in c.c. 1:4:8Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.

Arti Sqr to Devoli Naka ( MSH-06-A)

Shastri Sqr to Gandhi Sqr (S.H.326)

Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015).

Arti Sqr to Devoli Naka ( MSH-06-A)

Shastri Sqr to Gandhi Sqr (S.H.326)

Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

Providing and Laying of 2 or more sets (6 Nos. each set) Dual Ribs Pattern Rumble Markings on roads with vehicular speeds of more than 50 Km/hr laid as per the spacing recommended for each set under Table 11.1 and Fig. 11.2 of IRC 35:2015 using Plastirib 2K, or equivalent 2 component cold plastic profiled material. Each Dual Rib pattern rumble marking shall have width of 500 mm. Each dual rib pattern rumble marking shall have 2 ribs each of Width of 100 mm and height 20 mm. Gap between two ribs shall be 300 mm. Each rumble marking shall be made complete with drop on Soild Plus reflective glass beads @ 300 gm / One Square Metre spread throughout the surface of marking. The finished surface to be levelled, uniform and free from streaks and holes, including surface cleaning and cost of all materials etc. complete.

Arti Sqr to Devoli Naka ( MSH-06-A)

Shastri Sqr to Gandhi Sqr (S.H.326)

Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09 with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of 600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL 746C and as per IRC 79 specifications and including fixing the unit in M20 Grade Cement Concrete of Size 30x30x40 cm including excavation for pit.

Arti Sqr to Devoli Naka ( MSH-06-A)

Shastri Sqr to Gandhi Sqr (S.H.326)

Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C.79 and the drawings

Arti Sqr to Devoli Naka ( MSH-06-A)

Shastri Sqr to Gandhi Sqr (S.H.326)

Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

Providing and applying Cold plastic paint two component rolled on surfacing material solvent free,high build two pack seamless,tough,skid resistant,material with has property of attaining 2.00mm thickness in single coat application white(or as required colour )based on glass and colour retaining acralic cross linking resin system for coloured road surfacing including surface cleaning and cost of all material etc. complete. (All inclusive on bitumen or concrete surface) work shall carried out as per IRC 35-2015 clause 2.2)

Arti Sqr to Devoli Naka ( MSH-06-A)

Shastri Sqr to Gandhi Sqr (S.H.326)

Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

Providing and fixing cautionary / warning sign board of size 60 cm. having shape of equilateral triangle with apex point upwards. prepared on 16 gauge M.S. sheet including painting with one coat of zinc cromate stoving primer and two coats each of white back ground, red border and backside gray stove enamelled, bonded with cut out of Retro reflective sheet Engineering grade, symbol / letters / numerals / border / arrow, coated with non pealable crystal clear protective transparent coat retaining 100% reflection including one One Number of M.S. Angle iron post of size 50 x 50 x 5 mm of 3.65 m. long inflated at bottom drilled on top in one piece without joint painted with white and black bands of 30 cm. fixing board and post with 2 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size etc.complete. 60 cm. equilateral triangle M.S. sheet with Engineering grade,

Arti Sqr to Devoli Naka ( MSH-06-A)

Shastri Sqr to Gandhi Sqr (S.H.326)

Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

Providing and fixing stainless steel bollard of steel pipe 1.00 metre long of 250 mm inner diameter and circular top plate of 350 mm diameter with 5 mm thickness on deck of jetty in cement concrete including necessary fixtures and fastening etc. complete. (Stainless steel of grade S-304)

Arti Sqr to Devoli Naka ( MSH-06-A)

Shastri Sqr to Gandhi Sqr (S.H.326)

Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

Providing and fixing road junction/ information sign boards of size 1.80 x 0.90 Meter Prepared 16 guage Alluminium sheet on frame of size 35 x 35 x 5 mm with cross bracing of size 35x35x5 mm including bonded with IRC Specified colour of retro reflective sheeting of Type IV High Intensity Micro-Prismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, IRC Specified colour retro reflective cutout border & messages having pressure sensitive adhesive having border & messages in IRC Specified colour background including two angle iron post of size 65 x 65 x 6 mm of 3.65 m. long inflated at bottom drilled on top and painted in whiteand black bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer- in- charge etc. complete. Alluminium sheet Type IV High Intensity Micro-Prismatic Grade Sheeting.

Arti Sqr to Devoli Naka ( MSH-06-A)

Shastri Sqr to Gandhi Sqr (S.H.326)

Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

Providing and fixing N.H./ S.H. Route Marker size 60 cm x 45 cm with one No. direction plate of size 30 cm x 25 cm prepared on 16 guage Alluminium sheet including Type IV High Intensity Micro-Prismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, IRC Specified colour retro reflective cutout border & messages having pressure sensitive adhesive having border & messages in IRC Specified colour background, including one One Number of M.S. Angle iron post of size 50 x 50 x 5 mm of 3.65 m. long inflated at bottom drilled on top in one piece without joint painted with white and black bands of 30 cm. fixing board and post with 4 Nos. of high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in-charge etc. complete. Alluminium sheet Type IV High Intensity Micro- Prismatic Grade Sheeting

Arti Sqr to Devoli Naka ( MSH-06-A)

Shastri Sqr to Gandhi Sqr (S.H.326)

Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

Providing and fixing Mandatory/Regulatory sign boards in circular shape of mm dia made out of 600 mm dia made out of 1.5mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

Arti Sqr to Devoli Naka ( MSH-06-A)

Shastri Sqr to Gandhi Sqr (S.H.326)

Providing and fixing Mandatory/Regulatory sign boards in circular shape of mm dia made out of 600 mm dia made out of 3mm aluminum composite material sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area greater than 0.9 One Square Meterr made out of 2mm aluminum sheet Class B bonded with white retro reflective sheeting of Class ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on two no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

Arti Sqr to Devoli Naka ( MSH-06-A)

Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 One Square Meterr made out of 2mm aluminum sheet Class B bonded with white retro reflective sheeting of Class ( Type IV High intensity micro- prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

Shastri Sqr to Gandhi Sqr (S.H.326)

Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

Arti Sqr to Devoli Naka ( MSH-06-A)

Shastri Sqr to Gandhi Sqr (S.H.326)

Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.

Arti Sqr to Devoli Naka ( MSH-06-A)

Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils.

Arti Sqr to Devoli Naka ( MSH-06-A)

Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By Mechanical Means ) a) Upto 1.50m lift Normal Rate

Arti Sqr to Devoli Naka ( MSH-06-A)

Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. b) 1.50m to 3.00m lift, Add 10%

Arti Sqr to Devoli Naka ( MSH-06-A)

Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)

Arti Sqr to Devoli Naka ( MSH-06-A)

Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.

Arti Sqr to Devoli Naka ( MSH-06-A)

Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

Providing & laying in situ cement concrete of M 10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work compacting and curing etc. complete. with reversible Drum Type mixer with SCADA. With crushed sand .

Arti Sqr to Devoli Naka ( MSH-06-A)

Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

Providing and laying in situ / ready mix M-20 controlled reinforced cement concrete of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) etc. complete. (excluding reinforcement).

Arti Sqr to Devoli Naka ( MSH-06-A)

Providing and laying in situ / ready mix controlled grade of M20 of trap /granite /quartzite/gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications ( VSI sand finely washed etc ), excluding reinforcement) a) RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer)

Arti Sqr to Devoli Naka ( MSH-06-A)

Providing and laying in situ / ready mix M-20 cement concrete of trap /granite /quartzite/gneiss metal for approach slab / Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 6.40 bags/cumt)

Arti Sqr to Devoli Naka ( MSH-06-A)

Providing and laying in situ / ready mix M-25 plain cement concrete of trap/granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners (a) Height upto 5 M. (With Concrete Mixer)With fine agreegates of required specifications ( VSI sand finely washed etc )i) Height up to 5 m, normal rate.

Arti Sqr to Devoli Naka ( MSH-06-A)

Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)

Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

Providing and laying in situ / ready mix controlled grade of M20 of trap /granite /quartzite/gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications ( VSI sand finely washed etc ), excluding reinforcement)

Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

Providing and laying in situ / ready mix M-20 cement concrete of trap /granite /quartzite /gneiss metal for approach slab / Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 6.40 bags/cumt)

Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.

Arti Sqr to Devoli Naka ( MSH-06-A)

Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.

Arti Sqr to Devoli Naka ( MSH-06-A)

Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller including Tack coat of VG 30 Grade Bitumen etc. complete --Bitumen of specified grade with stone dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates)

Arti Sqr to Devoli Naka ( MSH-06-A)

Juna Panis Sqr to Borgaon Meghe ( S.H. 267)

H.B. Metal

BASIC TEST OF CEMENT- Standard Consistency, Fineness, Specific Gravity, Setting Time (Initial & Final),Compressive Strength, Soundness.

Aggragate Water Absorption, Specific gravity, Impact value, Crushing Value.

Aggragate Sieve Analysis

Sand Fineness Modulus(Siev Analysis), Silt & Clay Content

Sand Silt Factor.

GSB Mix Design

Compressive Strength of C.C. Cube (Set of 3 cubes)

CONCRETE MIX DESIGN (with all Tests on basic Materials) M-20

CONCRETE MIX DESIGN (with all Tests on basic Materials)M-25

CONCRETE PAVING BLOCKSCompressive Strength , Water Absorption (Set of 8 blocks)

Compaction Test ( Proctor Density ).

STEEL BAR TESTINGUp to 16 mm dia. (Set of 3 bars) (Tensile strength,% Elongation, Yield stress,Weight per meter,Bend/ Rebend Test, Proof Stress.)

STEEL BAR TESTINGAbove 16 mm dia (Set of 3 bars) (Tensile strength,% Elongation, Yield stress,Weight per meter,Bend/ Rebend Test, Proof Stress.)

MESSRS RAISINGH AND COMPANY

M/s Rajendra Singh Kiledar Constructions PVT.LTD. Bettul (M.P.)